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2009-06-18_PERMIT FILE - C1981018A
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2009-06-18_PERMIT FILE - C1981018A
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Entry Properties
Last modified
8/24/2016 3:47:55 PM
Creation date
8/13/2009 1:59:20 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981018A
IBM Index Class Name
Permit File
Doc Date
6/18/2009
Doc Name
Reclamation Cost Estimate
Section_Exhibit Name
Illustration 47
Media Type
D
Archive
Yes
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CIRCES Cost Estimatina Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 061 State : Colorado Permit/job# : C-1981-018 <br />Date : 01/27/2009 County : Rio Blanco Abbreviation :none <br />User : JDM Site : Deserado Mine Filename : C018-061 __- <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : Renewal 5 - - - <br />Task description :Regrade Pond RP-213 Area <br />HOURLY EQUIPMENT COST <br />Basic machine • Cat D9R - 9SU (2005) Horsepower : 405 <br /> Blade type : Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shift basis : 1 per day_ <br /> Attachment no. 2 :3-shank ripper <br /> Data source : (CRG) <br /> Utilization % <br /> Cost Breakdown : Ownership cost/hour : $71.49 NA <br /> Operating cost/hour : $103.27 100 <br /> Ripper op. cost/hour : $0.00 0 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $207.53 Total fleet cost/hour : $207.53 <br /> MATERIAL QUANTITIES <br />• Initial Swell Loose <br /> volume : 4,945 CCY factor : 1.111 volume : 5,494 LCY <br /> Source of estimated volume :Permit Volume IV _._........_........ <br /> Source of estimated swell factor :Operator Study <br /> HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br /> Average push distance : 100 feet Material consistency : 0.95 (user) - <br /> Unadjusted hourly production : 1,243.2 LCYIhr Dozing method : 1.00 (gen.) <br /> Visibility: 1.00 (avg.)_ <br /> Material consistency description : Job efficiency : 0.83 (1 shift/day) <br /> User provided factor Spoil pile : 0.93 (user) <br /> -?^ Push gradient : 1.00 (Cat HB) <br /> Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br /> Average site altitude : 5,300 feet Material weight : 0.84 (user) <br /> Blade type : 1.00 (S/SU/U) <br /> Material weight : Z 743 Ibs/LCY Net correction : 0.46 <br /> Weight description : <br /> USER-PROVIDED WEIGHT DATA Adjusted unit production : 573.10 LCY/hr <br /> Adjusted fleet production : 573.10 LCY r <br /> <br />• JOB TIME AND COST <br />Fleet size : <br />1 Dozer(s) Total job time : <br />9.58 <br />Hours <br /> Unit cost:- -j0.362 /LCY Total job cost : $1,989
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